U.S. patent number 3,800,636 [Application Number 05/297,402] was granted by the patent office on 1974-04-02 for concrete frame machines.
Invention is credited to Frank G. Zagar.
United States Patent |
3,800,636 |
Zagar |
April 2, 1974 |
CONCRETE FRAME MACHINES
Abstract
A machine tool frame mounts and carries machine tool components
which face each other with a working space between them. The frame
is made of compression reinforced concrete. The compression
reinforcement establishes compression preloading in the frame
between the machine tool components and partly around the working
space.
Inventors: |
Zagar; Frank G. (Euclid,
OH) |
Family
ID: |
23146172 |
Appl.
No.: |
05/297,402 |
Filed: |
October 13, 1972 |
Current U.S.
Class: |
82/149; 29/452;
408/234; 425/111 |
Current CPC
Class: |
B23Q
11/0014 (20130101); B23Q 1/015 (20130101); F16M
5/00 (20130101); F16M 7/00 (20130101); Y10T
82/2566 (20150115); Y10T 408/91 (20150115); Y10T
29/49874 (20150115) |
Current International
Class: |
B23Q
1/01 (20060101); B23Q 1/00 (20060101); F16M
5/00 (20060101); B23Q 11/00 (20060101); B23b
017/00 () |
Field of
Search: |
;82/32 ;52/223 ;248/19,2
;29/452 ;408/234 ;425/111 ;264/228 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Vlachos; Leonidas
Attorney, Agent or Firm: McNenny, Farrington, Pearne &
Gordon
Claims
What is claimed is:
1. A machine tool comprising a frame mounting and carrying machine
tool components which face each other with a working space between
them, said frame extending partially around said working spaced,
said frame comprising compression reinforced concrete and
compression means therefor, the frame being compression loaded
between said components and partially around said working space by
said compression means, said compression preloading approaching or
exceeding the maximum tension loading of said frame between said
components under operating conditions.
2. A machine tool comprising a frame mounting and carrying machine
tool components which face each other with working space between
them, the frame comprising reinforced concrete and including means
for bearing machine-operation-generated tension loads, said means
including concrete walls at least partly surrounding the working
space, and compression means loading said walls with compression
loading which approaches or exceeds the tension loading to be borne
through the walls during machine operation.
3. A machine tool frame for holding machine tool components in
relationship to one another comprising reinforced and compressed
concrete structure comprising a base and pier means upstanding from
the base, the pier means mounting and carrying at least one of said
components, at least one other of said components being mounted and
carried on the base or on other pier means at a location on the
base laterally removed from said mounting of said at least one
component on said first mentioned pier means and defining a working
space therebetween, compression reinforcement means for said
concrete comprising tension rods whose end portions are anchored to
the concrete and whose middle portions are free of anchoring to the
concrete, said tension rods extending, directly or in series, at
least from an elevated location on said first mentioned pier means
that is associated with said mounting of said one component toward
said location on the base laterally removed from said mounting of
said one component to thereby provide compression at least
partially around said working space.
4. A machine tool frame for holding machine tool components in
relationship to one another comprising reinforced and compressed
concrete structure comprising a base and pier means upstanding from
the base, the pier means mounting and carrying at least one of said
components, at least one other of said components being mounted and
carried on the base or on other pier means at a location on the
base laterally removed from said mounting of said at least one
component on said first mentioned pier means and defining a working
space therebetween, the pier means including massive parallel webs
partially surrounding said at least one component and extending
downwardly toward said location on the base laterally removed from
said mounting of said at least one component, and compression
reinforcement means within said webs and compressing them, in the
idle condition of the machine tool, with a compressive force
substantially no less than the tensile force to be carried by said
webs under machine operating loads.
5. A method of making a machine tool which comprises the steps of
fabricating a machine tool frame and providing machine tool
components in mounted and carried relationship therewith with the
components facing each other with an open space between them at a
working zone, including the steps of fabricating the frame of
reinforced concrete and compression reinforcing the concrete, said
last named step including emplacing compression means for the
concrete in said frame between said components and partially around
said working space and impressing compression loading in said frame
between said components and partially around said working space by
tensioning said compression means sufficiently to impress a
compression loading which approaches or exceeds the maximum tension
loading of said frame between said components under operating
conditions.
6. A method of making a machine tool which comprises the steps of
fabricating a machine tool frame of concrete and providing machine
tool components in mounted and carried relationship therewith with
the components facing each other with an open space between them at
a working zone, providing tension members within the frame with the
middle portions of the tension members being free of anchoring to
the concrete, and tensioning the tension members, after the
concrete has set for a period of time, to compress the concrete, at
parts of the frame extending partly around the working space and
that are to be under high tensile stress under machine operating
loads, to the point where the concrete at such parts will remain
untensioned or minimally tensioned even under machine operating
loads.
Description
FIELD OF THE INVENTION
The present invention relates to machine tools and frames for
machine tools.
DESCRIPTION OF THE PRIOR ART
Machine tool components of the prior art have generally been
carried on metal frames fabricated from cast, rolled and/or
otherwise formed steel, cast iron and/or other metals. Concrete has
been used as a filler for a machine base in which arbor supporting
members are embedded, as in U.S. Pat. No. 2,398,239. Monolithic
reinforced concrete has been used as a foundation, bed, or base for
machine tools. One example is found in U.S. Pat. No. 2,370,384. The
use of compression reinforcing in concrete beams and footings is
also known. Compression reinforced concrete beams are discussed in
the Encyclopedia of Science and Technology, Vol. 10, McGraw-Hill,
1971 Ed. An example of compression reinforced footing is shown in
U.S. Pat. No. 2,971,295.
SUMMARY OF THE INVENTION
The present invention makes possible greater versatility in machine
tool design, and in some applications enables substantial cost
savings to be realized in the construction, reconstruction,
installation, and/or reinstallation of machine tools. Machine tools
of larger sizes whose costs have been prohibitive without the
invention become practical, although the invention is also
applicable in many aspects to smaller machine tools.
The invention provides machine tools having frames of compression
reinforced concrete. Unlike the compression reinforcing in
prestressed concrete beams or footings, the compression reinforcing
in the invention is not limited to the reach along a beam or slab,
or like member, but rather extends partly around a working space
between machine tool components mounted and carried by the frame to
establish compression preloading at least partly around the working
space. Tensile stressing of the concrete incident to operation of
the machine is thereby counteracted in whole or in part.
The frames contemplated by the invention may be formed at the tool
installation site, thereby avoiding the problem and expense of
transporting massive tool constructions from the tool factory to
the installation site. This is particularly appropriate for massive
or outsized machine tools. Steel plates or like mountings for the
machine tool components or for slides or the like may be accurately
located and may be spaced from each other around the working space.
They may be bolted down to anchoring means cast into the concrete.
Locating pin sockets means may also be cast into the concrete.
THE DRAWINGS
In the drawings, all of which are somewhat schematic:
FIGS. 1 and 2 are respectively plan and side elevational views of a
horizontal drilling machine embodying the invention.
FIGS. 3 and 4 are cross-sectional detail drawings on an enlarged
scale illustrating details which may be used in embodiments of the
invention.
FIGS. 5 and 6 are cross-sectional detail drawings on a similarly
enlarged scale taken on the planes of lines 5--5 and 6--6 in FIG.
2.
FIG. 7 is a side elevational view of another horizontal spindle
machine embodying the invention.
FIGS. 8 and 9 are respectively side elevational and plan views of
still another horizontal spindle machine embodying the
invention.
FIGS. 10 and 11 are respectively side elevational and isometric
views of another horizontal spindle machine embodying the
invention.
FIG. 12 is a side elevational view of a lathe type machine
embodying the invention.
FIG. 13 is a side elevational view of a vertical spindle machine
embodying the invention.
FIG. 14 is a side elevational view of another vertical spindle
machine embodying the invention.
FIG. 15 is a side elevational view of a multiple unit indexing
vertical machine embodying the invention.
FIGS. 16 and 17 are respectively plan and side elevational views of
another vertical machine where the spindle is carried between
shoes.
FIGS. 18 and 19 are cross-sectional detail drawings on an enlarged
scale taken on the planes 18--18 and 19--19 of FIG. 2.
DESCRIPTION OF EMBODIMENTS OF THE INVENTION
To make a machine tool according to the invention, a concrete frame
and machine tool components are provided and the concrete is
compression reinforced to establish compression loading in the
frame, between the components and partly around the working space
of the machine, which approaches or exceeds the maximum tension
loading on the frame between the components under operating
conditions.
When the machine is then operated, the resulting tension loading
around the working space and through the frame between the machine
components wholly or partly relieves the just-mentioned compression
loading of the concrete, and the tension loading around the working
space and through the frame is thus absorbed by such relieving
process and therefore causes relatively little or no tension
loading of the concrete itself.
The machine tool components between which compression loading in
the frame is established may for example be a drill head or other
machining head, a power head, a table or other workholder, a
headstock, a tailstock, a toolholder, or any other machine
component, or a combination of any two or more of the
foregoing.
The horizontal drilling machine shown in FIGS. 1 and 2 is made and
operates in the manner just described. It comprises a frame
generally indicated at 10 mounting and carrying machine tool
components 11 and 12 which face each other with a working space 15
between them. The frame 10 is made of compression reinforced
concrete. The compression is imposed by tension members such as
steel rods or single strand or multiple strand steel cables, all of
which form of tensioning members are hereafter for convenience
referred to as merely "rods."
In the detail cross sections of FIGS. 3 and 4 the rods are
illustrated as solid rods 20a received within conduits 20b which
may be slightly spaced radially from the rods or may simply
correspond to the interior diameter of the cast concrete which
immediately surrounds the rods. In FIGS. 3 and 4 the conduits 20b
are shown as slightly greater in diameter than the rods themselves.
FIGS. 3 and 4 are not specific to the embodiment of FIGS. 1 and 2
but are typical cross sections applicable to the various
embodiments of the invention illustrated in the drawings.
The locii of the rods 20a and conduits 20b are generally indicated
in the various illustrations of the embodiments by the reference
numeral 20. This and the remainder of this description, when "rods
20" are referred to it will be understood that reference is had to
the rods themselves or to the locii of the rods if the rods
themselves are not illustrated in a particular drawing. Generally
the drawings illustrate only the locii of the rods by illustrating
only the conduits in which the rods are located. This is done in
order to simplify the drawings.
The compression reinforced concrete of the embodiment of FIGS. 1
and 2 and of the other embodiments may be pretensioned, but is
preferably posttensioned. While in pretensioning the rods would be
tensioned before the concrete is poured, or at least before it
sets, in the preferred post-tensioning, the concrete is allowed to
set and then high rod tension is established by tightening end
anchoring nuts 22 which are shown in FIGS. 3 and 4 but are omitted
from the illustrations of most of the embodiments to simplify the
drawings. The end nuts 22 bear against preferably recessed members
such as channels 23 or cup-shaped end plates 24 similar in
cross-sectional shape to the retainers 23. Where the associated rod
is angularly oriented with respect to the cup or channel, as in
FIG. 4, suitable bearing washers such as the washer 25 shown in
FIG. 4 may be provided. Special shapes of end members may be
provided, as desired.
In order to allow the concrete to set without being anchored to the
rods, the rods may be provided with release coatings (not shown) of
grease, soft wax, paraffin, or any coating which will permit
longitudinal movement of the rod after the concrete has set. Such
provision of release coatings for posttensioned rods in compression
reinforced concrete is disclosed in U.S. Pat. No. 2,971,295. When
provision of a release coating is not feasible, or where the
release action may not be adequate, as where long rod length
prevents release and longitudinal movement of the rod relative to
the concrete after the concrete has set, or where the tensioning
"rod" is in the form of multiple strand cable which through
mechanical interference tends to become interlocked with the
concrete, a lined or unlined conduit, such as the previously
described unlined conduit 20b, may be formed in the concrete to
receive the rod in slightly spaced radial relationship therewith.
The conduit may be formed by casting the concrete around a bar or
tube which is removable at some stage in the setting of the
concrete at which the concrete has sufficient strength to withstand
such removal without unduly disturbing the shape of the conduit.
Lined conduits may be formed by tubing (not shown) around which the
concrete is poured. In some instances, the rod itself may provide
the form for the conduit even without provision of a release
coating, as where by shifting the rod during setting of the
concrete or by other means anchoring of the rod in the concrete
prior to tensioning is prevented.
In the embodiment of FIGS. 1 and 2, the machine tool component 12
is fixed to the frame 10 in any suitable manner, such as by
mounting bolts (not shown) received in nuts or other tapped members
(not shown) buried within and anchored within the concrete. The
frame may be cast with the nuts held in place on their mounting
bolts, which can subsequently be turned out of engagement with the
nuts and removed after the concrete has set. The mounting bolts can
be used to anchor the machine tool component in place. Other
suitable anchoring means may be employed.
A carriage for the machine tool component 11 may be supported on a
mounting plate 30 which is anchored to the frame 10 by bolts 31
(FIG. 6) received in a suitable tapped T rail 32 which is buried in
the concrete. Leveling screws 35 (FIG. 5) are provided for leveling
the mounting plate 30 as desired. Locating pins 37 (FIG. 18) may
also be provided. These bolts, leveling screws and locating pins
are omitted in the plan view of FIG. 1 for simplicity of
illustration. An angle iron 27 may be bolted to an additional
T-rail 32 at each lower edge of the frame 10, as best seen in FIG.
19, to protect the frame against chipping and provide for use of
jacks, lift bars and the like.
In the embodiment of FIGS. 1 and 2, the concrete frame includes
side-wall portions or massive parallel webs 16 which partly
surround the working space 15 and contain the two rods 20 which are
illustrated in a slanted orientation. These particular rods load
the sidewalls with compression loading which, when the end nuts
associated with these rods are sufficiently tightened down,
approaches or exceeds the tension loading to be borne through the
walls during machine operation. Under some conditions these two
rods 20 alone provide sufficient compression loading within the
frame to enable the tool to function usefully even without
provision of the additional vertical and horizontal rods 20
illustrated in FIGS. 1 and 2. However the additional rods better
establish compression preloading in the frame between the machine
components and around the working space.
The reinforced concrete frame in FIGS. 1 and 2 will be seen to
comprise a base 17 and pier means 18 upstanding from the base. The
webs 16 form part of the pier 18, and the slanted rods 20 extend
within the webs 16. The pier 18 will be seen to mount and carry the
machine tool component 12 while the other machine tool component 11
is mounted and carried on the base 17 at a location laterally
removed from the mounting of the machine tool component 12. The
slanted rods 20 will be seen to extend from an elevated location
that is associated with the mounting of the component 12 on the
pier means 18 toward a location on the base 17 laterally removed
from the mounting of the component 12 on the pier means 18.
Various bays or troughs 19 which may communicate with each other
through openings (not shown) in the wall portions between them may
serve to collect chips, and collect and in part circulate coolant
to a suitable pickup point for a recirculating pump (not
shown).
The concrete frame 10 may be formed in a suitable mold of plywood
or the like. The T-rails 32, and any other members which are to
receive tie down bolts, leveling screws, locating pins or the like
may be similarly temporarily supported on screws or pins projecting
from the mold wall. The mold may be vibrated to aid in even
distribution of the concrete. Unstressed reinforcing rods (not
shown) may be liberally distributed through the body of the
reinforced concrete frame 10 by positioning such rods as desired
prior to pouring of the concrete. Rather than being poured, the
concrete may be pressure injected into a suitable mold form by
conventional concrete injection techniques.
FIGS. 7 to 17 illustrate other embodiments of the invention. A
machine tool shown in FIG. 7 is generally similar to that shown in
FIGS. 1 and 2. In FIG. 7 the machine tool component that is carried
on the pier may comprise a mounting plate 30a which functions as a
workholder or workholder mounting. The mounting plate 30a may be
similar to the mounting plate 30 of FIG. 2. An additional mounting
plate 30b is provided for the other machine component. Web 16a is
one of a pair of webs generally similar to the webs 16 of FIGS. 1
and 2. The rods 20 that slant through the webs 16a are desirably
located near to the web edge to better resist the tension loads
imposed when the machine is operating. The additional rods 20 aid
in better establishing compression preloading in the frame between
the machine components and around the working space.
The compression preloading imposed by some of the tensioned rods
may itself induce tensile stresses in portions of the concrete
frame. To the extent required, tensile stresses induced by reaction
to compression loading as just mentioned may in turn be
counteracted by additional compression loading of the frame. Thus
in FIG. 7, tensioning of the rods 20 that pass through the webs 16a
may impose tensile stresses parallel to the left hand lower side
surface of the pier. To counteract these stresses, the rod 20 that
slants upwardly parallel to the left side of the pier is
provided.
FIGS. 8 and 9 illustrate an embodiment in which one of the machine
tool components comprises a workholder (not shown) carried by a
cross member 39 between a pair of parallel webs 16b.
FIGS. 10 and 11 illustrate a machine tool where a first tool
component 11c is carried on heavy rails between pier members 41 and
42 and the other machine tool component 12c (omitted from FIG. 11),
a workholding table, is carried on horizontal rails on a pier 43.
The working space 15c is defined between the machine tool
components 11c and 12c. The rods 20 establish compression
preloading in the illustrated frame between the machine tool
components and partly around the working space 15c. This design may
be adopted for a very large scale machine used to machine a very
large workpiece.
In FIG. 12 the machine tool components 11d and 12d comprise the
headstock and tailstock components of a lathe. Most of the rods 20
maintain compression preloading in the frame around the working
space 15d. The rod 20 that slants from lower left to upper right
counteracts tensile forces, induced by reaction to compression
loading of some of the other rods.
In the vertical machines shown in FIGS. 13 and 14 the majority of
the rods 20 again contribute to compression preloading in the frame
between the machine tool components and partly around the working
spaces. However some of the tension rods counteract tensile
stresses induced by the primary compression loading.
FIG. 15 illustrates a multiple unit indexing vertical machine where
the indexing table 12e is one component of each tool and is opposed
by multiple machine tool components 11e to define the work spaces
15e. The frame 10e is closed as illustrated. Again the rods 20
establish compression preloading in the frame between the
components 11e on the one hand and the component 12e on the other
hand, such compression preloading extending partly around the
working spaces.
In FIGS. 16 and 17 one machine tool component 11f comprises a
spindle that is carried between shoes or slides that extend
vertically on sideward located upstanding walls 41. A massive rear
wall 42 is also provided. The other machine tool component 12f is
carried on rails supported on the base projection 17f of the
overall frame 10f. The machine tool components are shown only in
plan view. This embodiment illustrates the great versatility of
machine design that the invention lends itself to.
The illustrated examples of the invention will suggest variations
to machine tool designers. Indeed the invention should be
applicable to an almost unlimited variety of machine tool
configurations.
* * * * *